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HomeMy WebLinkAboutSET-UP MANUALSCANNED fSY St Lucie County SET-UP MANUALF-vEc-ElvED JAN 112018 $T, woo JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are pr ipient for specific t purposes and must be kept confidential and secret from othe y SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. C 00001 JACOBSEN HOMES THESE SPECIFlCATTOONSI� DRAWS ARE DRANK BY: O A DATE 11-21-06 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL. PROPMETAFM AND OONFlOENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET-UP ❑„� INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0001 0❑❑❑ SAFETYHONER(727) 726ID 138�95 I�cEpTA FRCRENT FOR SFEOFIC RINSES �Dy p g ST BE (10-08-08) 1 m MAIM FRAME ,REAIFD' IU��R ('SEE NOfE 01) PER CAPPED VIN SOLID CQN5M sm (LOR 4' TNCK) B' X I' X 16' CaB MASONRY ALOCIfS�� 10 OPEN IE1LS VER•RCAL 91 TABLE I FOR PER FOOTQI SIM AND SPACING SUMMONS (PAGE 11) (SEE SU-4A FOR 16 X 16 PRECAST PER PAD SPACIIG) /T SEE NOTE It' RUM ALL ORGAIC MATERIAL AND PLACE PAD ON STABLE SOIL BELOW FROST LINE PER LOCAL CODE REMIRZENEN S 1IF-DOWN STRAPS ATTA TO RIDGE WA MAN ON EA01 SECTION TO BE CON) IED TO A DODBE HD= ANN= SEE NOTE #4 - DOUBLE LEADED SEE NOTE /3 SEE NOTE RJ DETAIL '13' e a gi SEE NOTE J2 .A: OE?190N VAR&5 wm MAX ALLOWABLE SOIL mAiIDNG) WOOD AND �PRI01)�YREOMM TREILIID LtAOIER (ram PER CAPPED IN SLID CONCRETE BLOCK (MIN. IC INDO 6' X if X W CELLED MASONRY BLOCKS Wllll 09 CELLS WRIICAI (SEE NOTE f FOR MAX. PIER HEIGHTS AND DETAIL ABOVE SEE TABLE FOR PER FOOTER S M AND SPACING S aIFICA EL4 (PAGE 10) RE1fOVE ALL ORGANIC MATERIAL AND PIM PAD ON STABLE SOIL BELOW FROSRIIE PER LOCAL CODE I: AfffI®NT5 NOTE 12 VARB3 WTN MAX E SOIL BEA%%5 e A 1 e g j,, NOTES: I. 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54" MAX. PIER BLOCK DRY STACKED AT PERIMETER do MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. C MARRIAGE WALL OPENING PIERS TO BE WITHIN 6" OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16" X 16" B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12" MIN.) B. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24" OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6" IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. e LONG BY 6" WIDE AND NO MORE THAN 1" IN THICKNESS. E DMA APPROVAL: C fy APPROVED BY � o ° ° ... O 484 a � � Revised m DeINc 17,2008 e e eN ctw C. FEDERAL MANUFACTURED HONE ® a TAT E e ® O F o CONSTRUCTION AND SAFETY STANDARDS o R O �® .nv JACOBSEN HOMES » 7D»s ORA " PRAT= AID Dai1aD m DRAVBN W. O.A.09-07-93 DAIS REV. LETMt • a a DRAWING TITLE ■A a rl W MAmm Or acm+ NIFACR11�16 DETAILS & B /Q, P.O. BOX 36B SAFETY HARBOR RL WDA 3095 = 910E NA7FRUtS AM FRONDED 70 7W FfJ> W FO 9= WO0 AID W BE (12-15-00) DRA00 NLWKk SU-01-0001.1 PHONE (727) 726-1138 1RFfDai18D=AMSMFMODM 2 4 s a Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Una Tor Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, ANO ALL FLOOR SYSTEMS (JOIST SIZE91 Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 33ZO Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement h ),''y��r�� ry Fcdeeal N,anufa",a ed >s a:.t �e ^ t, t1.Mtion Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. No. PE10505134 ir STATE OF �LU /ryDIANP''G��.e 5/6/2014 3 SU-01-0001.2 . • �iILn io VT Jacobsen Homes Footing Capacities B In. x 16 in. (single stack) pier 16 in. x 16 In. (double stack) pier Unreinlorced Unreinforced Soil Bearing Minimum Minimum Capacitity, FootingI Footing t Maximum Footing cast -in -place Maximum Footing cast -in -place (psi Size (in.) Area (in. J Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 O. 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O -1 36 x36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 x•re . 10 10,700 10 48.48 2,304 13,100 x•r• z 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 H f1 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 x•w 4 10 8,900 8 tti 36 x 36 1,Z96 12,400 n•rx s 10 12,600 8 42 x 42 1,764 16,500 n•ta x 12 16,800 n•t• x 10 48 x 48 2,304 21,200 x•r• 4 14 21,600 n•te x 12 16 x 16 256 3,400 6 3,400 6 20 x 20 400 5,300 6 5,300 6 Q O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 now . 10 11,900 8 N 36 x 36 1,296 16,700 •rc . 15 16,900 n•w . 10 42 x 42 1,764 21,700 r• 18 22,700 xm. x 12 16 x 16 256 4,300 6 4,300 6 N O. 20 x 20 400 6,700 6 6,700 6 24 x 24 576 9,600 nme . 8 9,700 6 O O N 30 x 30 900 14,800 vma . 10 15,000 8 36.36 1,296 20,700 NO, . 12 21,400 x•w x 10 16x 16 256 5,200 6 5,200 6 a -� fl. 20.20 400 8,100 vm• x 8 8,100 6 O 24 x 24 576 11,500 Nita x 10 11,700 6 x.d O fyi 30 x 30 900 17,800 •r• 12 v , 38,300 • • 8 36 x 36 1,296 25,400 nm• x 14 25,900 N,Q. 4 10 s� 16 x 16 256 7,000 6 7,000 6 ul ''fie fl' 10 x 20 400 10,800 nm.. 8 10,900 6 O 24 x 24 576 15,500 me 10 15,600 8 11: 30 x 30 900 23,300 •. 12 24,200 xme x 10 1. The footing sizes shown axle for square pads and are based on the area (in z), shear and bending required for the loads shown. Other :onfigurations, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than the thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed iave been reduced by the dead goad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,O30 lbs. for 8 in. x 16 in. single stack block and 16,0001hs. for 16 in. x 16 in. duuble stack block. S. A registered professional Engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete black piers shown in footnote 4. 6, On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for ma.xmruni tapacgy) and a douole stack block pier wqh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). when installed along the perimeter or the mating line a single slack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the .tieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pod rganufacturer's mstruct;ons and must be certified for use in the sod classification at the site, listed and labled for the required load capacity) 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ J A C 0 B S E N HOMES NOTICE: THESE SPEgFlCAnoNS AND DRAINNa DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑.❑ P.O. BOX 368 P.O. ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF IACOM MANUFACTURING DRAWING TITLE- MOBILE HOME SET-UP 2 �` ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO DIE '/ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34895 PHONE (727) 726-1138 REfPIENT FOR SPECIFIC PL000 AND MUST BE KEPT COFICD1DAL AID SECIET FROM OTHERS DRAWING NUMBER: SU-01-0002 (09-30-08) A SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 > -NOTE E 3 SEE NOTE #2 I ..- SEE NOTE #4 i NOTE #5 I NOTE #1 SEE NOTE 3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS 13-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JAC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727.) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE RECIPIENT EDR SPEanc PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6 9 4 - REV. LETTER: DRAWING TITLE: WIDE E BLOCKING DRAWING NUMBER: SU-01 -0004 ADD'L REQrD BLOCKING - ALL FLOOR WIDTHS [THIN BLOCKING EI IN ADDITION TO 011SER TYP. FOIEF%ACEB ON NIDEINALL OR MARRIAGE WALL HOST BEAM MOTE EPERIMETER M=NG REOLNED AT 48' QC. MAX ROD TO SU- 01-0008 ANY 11M TUB ANOIOR RHOWEH AT OIDEWALL OR MARRIAGE WALL • • 5PECIAL BLUEMNS NOTE FOR 15.-4" L11847 VWI PERIMETER BLOCI KING 15 REOIIIIED (MARRIAGE AND SIDU LS) 101E LER FLOOR SYSIEH Ifff (SIDEWAIL TO SIDEW'ALL OR MAR IKE NOTES: 1. FUR THE ADOIRONW. MEDL N RUM AS IOCAIM ABOVE USE 16' X 16' PER PAIL 2. LOCATE &DOCK UNER PBiiIEER ,nISF OR UM 8' OF THE BO OF 2d 110 LC 1 ODUM PIERS ARE IN MU ID ANY MM MUM PIERS AI= MAIN WE 4. LBIim mom Is RmLRFA mm TIE FLOORS (MIARRIAIE k S1oEEYWts) I6' QI 5. PIERS USED FUR PE MIS SUPPORT MM ME I4STkO n 11E L04G M:@1SMp1 PI 6. VV 0 POKU MVLOQ 0 IS BEAM, ANY MATBG LIE 09 SPAN GREATER THAN 1 PIACEO AT MAX 10 QG DUPT 184' VIDE FIRS, SEE SPE X NOTE � •. REFER 10 REQUIRED BY THIN MANUAL - ALL FLOIDI WIDiHJ AND NQPlT sD�BI UNDER EAM NIDE OF ALL EXTERIOR POURS LOCATED ON GOIEWALLi 2 OR MORE 46 I)T 11MMS PIERII REQUIRED AT EACH END AND BETWEEN EACH OPENING r� RECESS AREAS RENRE PIERS SPACED 64' O.C. MAX (18' OR LESS IN DEPTH) EAOI END OF RECEB ARE" RECESSED AREAS W/51DE BAY REQUIRE PIERS SPACED 64' O.C. MAX. THIN ALTO APPLES TO ALL ENDWALL BAY WINDOWN LIY MII SUPPORT® BY A FRAME ME VIER GARDEN TUB AT NIDEWALL OR MARRIAGE WALL . 64' O.C. MAX ALONG NIOEWALL OR MARRIAGE WALL TO BATN CABINETS 80' OR GREATER N LENGTH) ING WAY BE USED FOR NULTPLE 46 1/2' ENDOWS) ' ON CT]w MAX SPAL)MG OEM MM5T4IX PEAAI:U am MN — UED AT IC QQ iEL TO THE PEiiM M RAL 91ST HAVE INRDM MLIE PIERS -0-0006.1 AL815U-01-0005.2 FOR 24 RM SYsiDa DAM APPROVAL Q jff w 4R Lu 88VISED Lu aMAR 20 2014 ML a PoderW Mm&a,.e ° m Q JAmBSEN HOMES P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: HEST: VFUNWAI NS AIO DRAIIRGS ARE ORKiIAL PROPRIETARY, w COIFIDEFDAL M/1°""S w Mm MNWACU NC K SM MA79M ARE PR01lpED M THE RBTV@if FOR gEC>FIC RIFM AID MIST BE W7 CMfV91gL AID =1711= OEM DRAMN BY: O.A. DATE 4-12-00 REV. METIER: Lj (03-19-14) DRAIVNG TITLE ADDITIONAL BLOCKING DRAWNG NL11 BM SU-01-0005 8 I`• (APPLICABLE TO ALL IMPERIAL. AND gtLORO COTTAGES 0TH 184' FLOOR 0DTHS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# u () s3 ca�A 00 .F O° V�CE�Self F °.� No 454 ; *� + ° e f+ �m • + o� d '. S4A E OF A- I' •.°°.° pRW ti at... ALL y�NDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY N rl. MayC07,2009 FEDERAL MANUFACTURED NONE CONSTRUCtION AND SACETY STANDARDS Ronde: BRA" W. DA1EI REV LEiiER: JAdOBb�EN HOIufE,� WGF CAiI�►1S A ptA �I.T, 03-02-09 ArtAltK tut DR I' nnD Nc, P.01 Box 368 f70l-r40ljAW L%.p ID ADD. PER, BLOCKING REOUIREVENTS _ SAFETY HARBOR, FLORIDA 34695 RtCol[pt IaP �p� P1R-0Og5 A R DR g PHONE (727) 726-1138 aidCdjQp9 x Sr�tn%cam su-01-0005.1 9 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-0I-000i5 FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CI FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE-FAERICA10 PEER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHONN ABOVE. 3. ALL 01M REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN 1HE HOMES INSTALLATION INSTRUCTIONS W 'G o MAR 19 2014 fx O (L C Home Constr=trvcoonon Q Federal Manufwtived And Safety Standards JACOBSEN HOMES xo1ZNa Dw►wN B : DATE REV'LETTER: ,►� �alcATloNs AND DRAwNcs ARE .YOUNG 11-18-2011 OR mm' RMHM MY, AND CONFUMW DRAWING TITLE- P.O. OF JACOM MANUFACNRNG P.O. BOX 368 INC. 90 W� ARE pW� TO � PERIMETER BLOCKING IMP —DC as SAFETY HARBOR, FLORIDA 34695 Wzwffl, FOR 9M FUr =AND W9 BE DRAWING NUMBER: O AND PHONE (813) 726-1138 IVT $U—Ol—0005.2 03-19-2014 CONADD111AL SECRET FROMOHM 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS . BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) JAC O BS EN HOMES THM ,AM DRAB DRAWN BY: M.T. °ATEc 05-20-06 M.`� P A. BOX ,TM ARE ORIM& PROPRIETARY. AND CI NROEM7IA MATERIALS OF JACOM MANIFAC JRM DRAWING M- BLOCKING PIER LABELS D „ SAFETY ER(OR) FLORID 1334695 FLORIDA ING SUCH MATERIALS Ali£ PRMG M THE NUM O wm GE Ivl DRAWING NUNBM SU-01-0006 (09-04.12 11 (THIS DLXC X IS IN AMMON TO SLOCKW RFOIl S IN THIS MANUAL) �1 61' 11AX 61' VAX USE DETAIL T ONLY *IEN OMGGER LS CFI FLOOR JOIST �TAL SEE A/' SEE DETAIL'8� mm11Y UFm PORCH POST TYP. RECESSED PORCH EXTERIOR 11AL! EXIEtaDR TIALL ADDED I -BEAM LIHOM DaMOR U'AI.L REICESgD PDRCH Rrfl IK PERS SPA® W CO.C.- MAX �PBUNMADDED PER U► DFR ADDED I-REW (AND PIERS AT PORCH POSTS) AS SHOWN I -EAU 64* O.C. MAX PIER SPACING AT UARNAGEWALL molt USIA EDGE OF PIER AND EDGE ff PORCH POST MAY NOT WM DEPTH OF _ W. PORCH POST iVP. PORCH POST FLOOR JOIST (51T . TIP. PORCH fl00RNG 5 1 • MAX. TYP. PaRa FT OORWC —PORCH FLOOR JOIST PORCH FLOOR JOIST DOUm PORCH PERDEIFR RAX Da1B� PORCH PE1t111EiFR RAIL �` (2) 2 X 6 PT X It- U �� (2) 2 X 6 PT X 18' MAIL TAP. TIE-0001 STW � PORCHZ 2 TtPJOISTS. ➢E—DONN s1w E><2DCfD BEIIYEEN 2. . PORCH FLOOR JOISTS (SEE OEHER DETAILS) TtR PIER (6` B' X 161 (SEE DINER DETAILS) TIP. PIER (a' X Il' X 16 ) 16' X 16' MIN. PIER PAD 16' X 16'Mk PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW Bl TV. PORCH Post TVP. PORCH FLAORMG_ TVP. PORCH POST/NOTE: DISTANCE BETWEEN EDGE OF To. PORCH Room l2'MAX i PIER AND EDGE OF PQtQI POST � PORCH I= JOrsf PORCH FLOOR JOIST MAY NOT El® 5 1/2 (2) 2 X 6 PT X 18 •YDi (2) 2 X 6 PI X IB' MK--' IE-OOyF! STRAP BRIDGED BEIWEQR 2 OEM BIl111EER 2 (SEE OTHER DETAlS) PORCH FLOOR. J01S3 PORCH FLOOR JO 5 LONGITUDINAL VIEW A2 LONGrMDINAL. VIEW B2 DETAIL DETAIL 'B' NOTES O, ,,....: ,e oAwA APPROVAL• -TIF1C�.. APPROVED BY ` L AWTH1HAL BLOCIOHc REOUtRFD AS INDICATED ABOVE (USE 16' X W PIQR • G ��� PADS ON 1000 P5F SOL CAPACIT4 • 2. LOCAIE DLO M RIM FIRIU RiR JOIST OR VADM S 1/f OF OF OF I QC " Dec 13,2006 3 PER6IEIER BLOCKm LS REN(!!= UHOEB PORCH AT EACH POST (, O.C. MAX) � INC. �Z is 4 4. A1XMnWX MOMWREt11Y1tD AS NO�cAnn A00YE UItOER CENTER AIX>E'D 1-tIEAM r i `v F G 0 j ,y FEOEHAL YANUFACFUFEO MOUE (Rf4 QL' MAX) • ': : i �` CONSTRUCTION AND SAFETY STANDARDS i SEE ORO DETAILS FOR Ofl�Eit K%M BtooOHG Loc�naHs �'�, � 0 ,� '► HALL MAY W R IN SIX F i MATH HOUSE 1-BEAK' �I - ••••• ..� �i►� 6. AOOm F-RfJ11I AT PORCH/iX1EAlOR NOTIC&cO si �.. � OAfi FEY.lET1ER: P. JACOBSEN HOMES T ►�R.R. 11-28•-66 tmwa. rRLFAcrAkY, AND CONtDO+tAI AWrC nTLE: P.0, BOX 36e MA=V" W JACM9:n UWAcAMW �PORCH BLOCKING WG wm MATOEIA.S ARE 1pD om To 1w SAFETY HARBOR. FLORU)A 3"95 PEW= FAR a00116 RE6'm 00 "1 x DRAWWO NUMBER PHONE (813) 726-1138 mE E luo mw FRw amcm SV-01-0007 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 . •. John C7Doeden, PEry q 15133 Goshen, IN 46528Cc 1W Phone: (574) 825-766ap STATE OF ;"Q T ...off w ` 13 ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH MALL CONSTRUCTION") STRUCTURE ATTACHMENT INSTALLED 'ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PAR.IIALLY ENCLOSED STRUCTURES' REF PG 07-0050 07-0051 N.DS01 NOTES: 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATT) 21Y WIDE MAX MMJD ZONE 2 OR *In EXP. B SITES. 16' WIDE MAX WIND ZONE 3 OR 140UPH EXP. B 511S 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS 24501 WIND ZONE 2. 29601 WIND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM S1I JACOBSEN HOMES 1 „ P.O. BOX S69 i SAFETY HARBOR. FLORIDA 34695 i PHONE (727) 726-1136 . I PER CALCS �,. Li tic., - •• 5'TA r OF Op OF HOUSE NOTICE: III .L oval X SPEOIit'J DINS AND DRAMs W`� DIAL. PNOPRIETARY. AHD DOF=1L4L DRAWING Ewws Or AAC011" MMWACMINC 9 N HAWOU AK FROVIMJO THE 7DR 01 9'ME PIAFM MO OW K pL1AMNG CQWVX ML NO SECRET FRW MOM 14 r ALSO MEETS VANDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF O.L DAPIA APPROVAL APPROVED BY ' i Jan 20,200- iNC. n. FEDERAL MANUFACTURED NOW i CONSTRUCTION AND SAFETY STANDARDS D.M.T. - -._ 01-10-07 - - ATT. TO HOST BEAM — R SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL BLOCKING SINGLE WIDE UNIT MAIN I -BEAM HEADER PIER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER 7, AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN ]-BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑❑❑❑ JAC O B S E N HOMES NOTICE: THESE SPEgFlCARONS AND DRAYANGS ARE DRAWN BY: D.M.T. DATE 10-10-08 REV. LETTE ORIGINAL, PROPRIETARY, AND CONFlDENTIAL DRAWING TITLE: HEIlt-10E] P.O. BOX 368 MATERIALS OF JACMSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TEMP. BLOCKING - SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REWW FOR SPECFIC PURPOSES AND WST BE KEPT ODIFIDENiM1 AID SECRET FROM OTHERS DRAWING NUMBER: SU-01-0009 is 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66"' 85" 103" 121" 184" WIDE FLOOR 26" 42" 58" 74" gQ" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM,' AND/OR PER LOCAL CODE REQUIREMENTS 4„ TYP 7" OR B" TYP 30' MAX :... (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST " CONCRETE FOOTING 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 x 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES VANDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE Tc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE 1m' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. p p REF. CALCS. c W A- - l/ G1 r G' S. G �L tttitlttlllll////�� NOTES: EN "l V ..• F//// `vQ'. STER • l! �'-•, DAPIA APPROVAL• 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND Q� N, FO •'. p APPROVED BY SPACINGS' 91 334 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH * - OF z IN 14 OF HOME -o : STATE • �l INC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS P:� ..�'!N p► � �� I FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WIDE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. �� //FcS'�► " CONSTRUCTI ARDS ��,��� M J A C O B S E N HOMES 11[C THESE sPEancATIDNS AN oRm ARE2-8-99 AWN BY: M.T.DATE` REv. LETTER m P.O. BOX 368 0RWAL• PRDPRIETARY, AND CQOWTIAL MATERIALS of JAMSEN MANUFACrAINC RC SUCH MAMUS ARE FMDED TO THE B DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 RECADIT IDR SPECM PURPDSES AND 4RT BE DRAWING NUMBER PHONE (727) 726-1138 npT cowwFl "AND SEOU:t nm oT1 m SU-01-0020 17 (r x (No Oa+CARTE a WA FRO x PIER CAPPED tTH P=l - TREATED (SEE NOTE ji) [DO ®i®! x if Y WcEum �IAsol r T o°�G s[•�Q� TH OPE1j CB1S DER � R10 45484 °o . �0 °oo °° .°O R 1 �.•' eo � o 11910 CAY RE i0NTj _ADM(D/oR U5E FCIt ND T TH* 4 A (1 511E SEE PIER CAPPED tIM CONCRETE I EATER L R (SEE NOTE A 8' x 9' x 16* CELLID VASAW BLOCKS — OTH OPEN M S VERTICAL 1 LEM WA CAPACITY -SEE t• 16M LK CAPACM (SEE kOTE 0 AI 12) 0 e• Y t 2 le HOLLO* CONCRETE BLOCK S S+IOyyN. UL OFFSETS DIE TOP TO THE BoTTo aF THE PIERISI 40T EXCEED 11t. g x g x le HOLLO# CONCRETE TDONS AM SH HMOTAL OFTSEIS TRW THE TOP TO THE mirw OF THE FVR DUST NDT EMU W. FLOOR ODTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PEER LOAD CAPACITIES) 4$" 0.1C. 1 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 242E LB� 3488 LBS. 4548 LBS. 5608 LBS. 160' 1VE FLOOR 2661 LB 3838 LIM 5014 LOS, 6191 LBS. W *DE FLOOR 2961 LBS. 42W LEM 5615 LOS, 6941 LBS. PIER LOAU5 lri"WL YILK>nI U� n[Ec ur IV L7Y/ — AW W� Q.c.,J L V-1 �•�•• n•-•"•• ••• "'•�� �•� NOTET UNIT ODTHS INCLUDES A 6' OVMANG ON EW - SIDES V"vu�l, � C" (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF). `ANOD ZONE; HI PH ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. L S7!-pt_0020 FOR PER SPA" *E�{ 16� Y 16� PER PAua, j USdiG 16• Y 16 APPROVED BY PE.R PADS OTHER Do CONCRETE THEY IST BE LISTED ASP tER TO EXCEED OR BE EQUAL IN W � CAPACITY � Revised �+�F � �A� IN Fp (INC.' ct 17,2008 $ USING PER PADS 1IEY MUST, BE LISTED is CEROM T�_O�' ((EXCEED GR EQUAL 04 I n I C . A START I -BEAU TIER SPAaNG 24' FROV EACH END OF THE Ho AT E I-" AND Y"" W FEDERAL MANUFACTUREDNOW SPACI)(. N � CHART AW FOR FILL LENGTH OF & CONSTRUCFION AND SAFETY STANDARDS 4. A4y PIER HEIGHTS ABOVE 6f MUST BE 0E9djW BY A P.E. 01 AROufECE 5. CAPS VUST BE SAFE LENGTH AND #DTH AS THE PIERS 04 jiLtDE1JY REST, 6. HARD*= PLATES NO R THA11 1 1/2' OR 2 OR 4 i1OI N04HIAC Sm C*XTE a= VAY BE USED TO FILL AID' VERTICAL VERTICAL GAPS SE SPEaF1GNanf1B:� DRAPI ALE or Q.A. D' 2-8-99 1, LETTER: JACOBSEN HOIVtE� � B ���pp Dna ALT. VAIN BEAM PIERS SAFETY HPA . FLOMDA 34698 1� ��o�neRlIOiS NbT DR G PHONE (727) 726-IMS K�1"K NpsmlEr oars SU-01-0021 (10-08-08) 18 L k 01 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE 15 SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: B.E.M. DATE: 2-11-99■❑ORIGINAL, REV. LETTER: FED]❑❑ PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MIN. HOME SET HEIGHT „❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0022 PHONE (727) 726-1138 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 112" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR— 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS 3556 LEIS 4444 LBS 5333 LEIS 6222 LBS 18 1/2" X 18 lZ2" PIER FOOTER SPACINGS* MINI. 342 1/4 SQ. IN) - MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PI fIR SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PS) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2- 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR*- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 37" 58 1/2" 79. 1/2" 101" 1 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS, 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH s. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: DAPIA APPROVAL: 1. PRE —FABRICATED �•f4 '•,,., �_;• �— ,�.v— � �, 1 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. fr '1�;(.�. APPROVED BY 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE AND MEET THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. s, NN` t E F`' ;•<<T OCT 1 Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN TH JACOBSEN "'.-�� ..... G,•,!.' rN HOMES INSTALLATION INSTRUCTIONS. ',• - •, ',:•' �, H�UHON 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR •,•, . , MANUFACTURED 12• I -BEAMS (24' MAX. FROM ENDS). FEDERAL TI NAND SAFETY STANOARUS JACOBSEN HOMES THE% NOTICE: SPECIFICATIONS AND DRAVANGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 16• & 18 1/2" PIER PAD SPACING / ��❑ „ P.O. BOX 368 ORIGINAL. MA INC. PROPRIETARY, AND CONFIDENTIAL RIALS OF JACOBSEN MANUFACTURING CH MATERIALS ARE PROVIDED TO THE - ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECI KEPT ENT FOR SPECIFIC PURPOSES AND MUST BE CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE. NOTE #4 SEE NOTE y4, 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LBS 5495 LBS 6868 LBS' 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* ( MIN. 400 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR, MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE k4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE b4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 94" 119" SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LEIS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 IBi NOTES: TO THE CONCRETE EN APPRI l �ryyy i`` �� DAPIA APPROVAL: S cE cAGc, PG.\ I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. .b.:......lrr . Q. �� •.� /V (c •.�tt,� 2, THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ; 9103 ; 34 APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. Zp, 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t -INSTRUCTIONS. (j1 O CT i I HOMES INSTALLATION 10' FOR UNITS WITH 10. OR �� ' e�}' , A�; INC.4. MAX. PIER SPACING 8' FOR UNITS WITH 8• I -BEAMS / ,• I 12• I -BEAMS (24• MAX. FROM ENDS). EOERALM1IANUFACTUREOHOWE r c ••.ir 'DATE: ❑ JACOBSEN HOMES NOTICE:4� . +� THESE SPECIFICATIONS AND DRAWN GS ARE 44 BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18' X 22• k 20" PIER PAD SPACING „ P.O. BOX 368 ORIGNAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING W. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECFlENT FOR SKOM PU0102S AND MUST BE KEPI CONFIDEN7m AND SEGTET EROM DTHERS. 21 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 L8S. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* Iv1IN. 576 S .IN MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 1 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 95 1/2" SEE NOTE // SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR 81" SEE NOTE �{¢ SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR•• 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •+ INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 i•.r;/YYbbl/fir/ �"%�o .��,.: NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE HOMES SET-UP MANUAL. 4?�` ,+% No. s �� � DAPIA APPROVAL: 5 C - FOOTINGS SPECIFIED IN THE JACOBSEN �4' =rY- 14, p; 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9Si7G = PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. = '� '• STATE "' Y OAT 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE! JACOBSEN •' �v �KED�RALMA HOMES INSTALLATION INSTRUCTIONS.��j`�•. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / f0' FOR UNITS WI H 10' OR �C.►� .�4 ; '�� C• •'INC. s 12' I -BEAMS (24' MAX. FROM ENDS). DHOtv1E Qa:❑ JACOBSEN HOMES THESE NOTICE: f SPECIFICATIONS AND DRAWNGS ARE DRAWN BY: D.M.T. ATE: 09-22-01 REV. LETTER: �„ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL• MATEyRIALS INC. RECIPIENT PROPRIETARY, AND CONFIDEN11A1 OF _CO&E. YANUFAC7URING ]uCH NAIFRTALS ARE FRONDED TO THE FOR SPECK PURPOSES AND MUST BE DRAWING TITLE: PRE—FAB. 17 X 25 do 24' PIER PAD SPACING - DRAWING NUMBER: SU-01 -0025 01 PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 22 23 26" X 26" PIER FOOTER SPACINGS* MIN: 676 SQ.INa MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2` SEE NOTE a4 SEE NO7E g4 SEE NOTE y4 SEE NOTE //4 SEE NOTE jj4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE �j4 SEE NOTE g4 SEE NOTE #4 SEE NOTE ii4 160" WIDE FLOOR- 87 1/2" SEE NOTE �j4 SEE NOTE (/4 SEE NOTE �/4 SEE NOTE //4 SEE NOTE j/4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE //4 SEE NOTE y4 SEE NOTE p4 SEE NOTE j/4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS NTH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-0 j1-0021 N TES: A OV L. r a ••� 4� . .....,�1�� ••,' DAP A APPROVAL' 5E� Ckt 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. ��� VQ".•'G\STF:p�; ;, No. � ';T G-T+r/� � � O � 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM JEI� C�103� • APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .aa •,�jTOa'�`��"` ��••. n•�• OCT HONES INSTALLATION INSTRUCTIONS. �5, � �':� �� `� 3. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAUS / 10' FOR UNITS WITH 10' OR I N �'12" I -BEAUS (24" AIAX. FROU ENDS).q JACOBSEN HOMES NOTIC : THESE SPECIFICATIONS AND DRANINGS ARE RAWN BY: D.I.T. D,CQ,TySTRUC110NA1JDSAF 09-22-01 Y V�.'If:'E , DRAWING TITLE: PRE—FAB. 26" PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING NC SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: $U-OI -0026 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 AEFsw+r FOR SPECIFIC PuaaosEs AND wsr BE 1fEPT CauIpEHTu1 AND SECRET FaOu OTHERS. PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE O3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. `r 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in Lo 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 IDS. 4361 lbs. 5121 lbs. 5881 Ibs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' fa 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in: 516 sq. in. 593 sq. in. 670 sq. in. Co2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. co 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. c,l MIN. PIER CAP. 2975lbs 3775IDS 1 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS Q SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. Go 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. Co MIN. PIER CAP. 3375 lbs 4295 IDS 5215 lbs 6135 lbs- 7055 lbs 7975 lbs NOTES: Q1 SEE DETAIL 'B'. PACE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES O2 SEE NOTES: Q. ( , AND ® UNDER AT BLX I, PACE SU-01-0040. 03 FOR ALL UNIT WIDTHS USE 177 sq/'in PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES MADE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sVn PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REUD) ® FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -- IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) (S)CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. Na``k(L'PpPkOVALS T11 VQ'.•G�STEq�•�! No. o ' 910334 --Q'•. STATE OF APPROVAL WINDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED EY 1N1rlINC. FEDERAL MANUFACTURED HOME CONSTRUIC110N AND SAFETY STANDARDS MAR 0 1 1999 FE=THJACOBSEN HOMES ESE SPECIFICATITIOONS AND DRAWINGS AR�A I� UT. B.E.M. DATE 2-6-99 WV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRATKANG TITLE. PIER FOOTER SIZING CHART n \, INC SUCH MATERIALS ARE PRONGED TO THE FOR MARR. WALL OPENINGS j� SAFETY HARBOR, FLORIDA 34695 RECIRENT FOR SPECNRC MiPM AM WET BE DRAVdNG NUMBER: PHONE (727) 726-1138 KEPT CONMM UL AND S:M TI M ORLERs SU-Ot-0030 25 IER FO TABLE I SEE NOTES BELOW) n n PIER SPACING SOIL BEARING PSF CAPACITY 20 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM Q � . PIER SPACING SOIL CAPACITY BEARING PSF © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM PIER SPACING SOIL CAPACITY BEARING PSF © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: I Htr. UALLb. Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 909: COMPACTION FOR FILL. ENGINE OV �ij� `\,&Ry t A$j��� DAPIA APPROVAL: 03 ALL FOOTERS TO BE BELOW FROST LINE. ��P�•G�STER F�f �"s,� APPROVED EY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM ;'� No. ON SQUARE INCHES REQUIRED. 910334 .; * OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" ®� - p OVERHANG ON EACH SIDE MAXIMUM. C1 © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON •, TAT OP , FEDERAL MANUFACTURE I HOM YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR % •,//y A CONSTRUCTION AND SAFETY STANDARDS SOIL TO DETERMINE THE VALUE. MAR 0 1 1999 JACOBSEN HOMES NOTICE: filAIfF THESE sPECYFICAnoNs AND DRAWINGS ARE , 4 M.T. DATE 2-8-99 REV. LETTER: . P.O. BOX 368 OR"'"L. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JALS SENARE MANUFPROVIDED INC. 54CH YAlERIA15 ARE PROVIDED TO THE n //--�` DRAWING TITLE: PIER FOOTER SPECS CHART DRAWING NUMBER SU-01-0040 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REmcg FOR SPEOFIc PMRPm Am MUST K 10'PT cIoNROExiuL AND SECRET FROM OTHERS 'I kI MOBILE HOME SET-UP DIM. 'A' DIM. 'B' il\ COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAR7NG5 ARE UKAWV UT: S.A. UAIt: 6-6-94 KtV. LtIItK: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROIADED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE• COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 27 (CLOSE UP) THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE ISECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT PUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. I AFTER REMOVAL OF THE GALVANIZED WING DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN.1 INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF OT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED iMEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONSI INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7'/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVI G JURIDICTION. JACOBSEN HOMES " P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: DRAWN BY: E SPECIFICATIONS AND DRAMINGS ARE WAL. PROMETARY. AND CONFIDENTIAL DRAWING TITLE: ]BALS OF JACOBSEN MANUFACTURNG SUCH MATIDAlS ARE MIDFD TO TIIE 'DR FOR 9ECI IC PUR7GSES AND MUSE BE DRANING NUMB 00lFDENTIAL AND SECRET FROM GTHM 28 M.T. DATE: 12-22-94 REV. LEnB: A M-12-M SET UP NOTES SU-05-0001 t. EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦` MANUFACTUERS INSTALLATION INSTRUCTIONS.) I � I I I I . I I mn. r nitl1. � "Illli IIII. I , YIII,. gull. ill,p. I nul. I mll. •ul" i i luu, COMPLETE SHINGLE ROOF BY I "0u ADDING FINISHING COURSE(S) "I'I'" TO SHINGLES INSTALLED IN THE FACTORY. "uu. ALLOW TOP END OF TOP al ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING III" Alp SECTION OF IMULTIPLE WIDES. .uul• i uu. i (SEE SU-05—boll FOR SHINGLE m" ulm. FASTENING REQUIREMENTS) COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 , NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S. A. I DATE: 6- 6 - 94 REV. LETTER: — DRAWING TITLE: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-001 O 29 6 FIBERGLASS SHINGLES ulw - uw. •nw. iG��, dqp ,tltl,. .nun. � "tllp 1/2" METAL DRIP EDGE TO 1 1/2" q 0 � I � SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS �HOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —[RIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF T E ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 1B GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8�' STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN rND PRESSURES. ROOF SHEATHING (TYP.) SHINGLE UNDERLAYMENT TYPICAL ROOF TRUSSES 16" ON CENTER 1/2" 1/2" TO TO 3„ 3„ 1/2" TO FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ ❑,IF❑ P.O. BOX 368. 901 4lh ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLE! 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXT TRIM W/ MIN. 7/16" x 5/8" x 15 GA. STAPLES AT 6" 0. C. MAXID 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF. STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAH1NGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND,MUST BE KEPT CONFIDENTIAL AND SECRET FROM'OTHERS DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: — DRAWING TITLE: EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-05-0020 31 SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) POR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MAl NG LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. I ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE.WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES TOR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE rCTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS TARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO I E VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENT1LAj ON OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES THESE SP NOTICE: gFlCATIONS AND DRAVMNGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ORIGINAL, PROPPoETARY, AND CONFlDEMIAL MC.StIALS OF JACOBSEN MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICATION ❑„❑ P.O. BOX 368 INC SUCH ATE4 ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECMT FOR SPECIFIC PUR M AND MUST DE IOPT CONFI EMAL AND SECRET R M OTHERS. DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �- MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING JAC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND ORAH1NG5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: EJE P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROYIDED-TO THE EXT.SID.APPL. FOR SLIP UNIT SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE - DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-05-0031 33 APPROVED BY N fl INC. 79 ' ��IN(::r MI �lIJ � ��.11•�.l=�D . o 0 0 0 0 WITH- • I � .N;��i �! yrlEl(} {I f46T� ` n sa� 5�= ma OF Ifo &LJ-XYIL°k t7� _' 7l}�/q¢ bt.•�Gr 6Y= Ala i`ri°G'vtN1ti= 5tplw,i INSTal.l.•.kL�OI.I 1 i - kaLk-K F p.oc... jN APPROVED BY 7NT;JUL 131% INC lima `n-rHj � L V �re.Z.p . ny) TO I f/ G14) Y10-A 2y2" �APLr715 1ro�s jfVll�R'ilh.� LJ:S 3,/0°0..c.OR C111 r) -,C�l. �I�tht�1D v�-Rjlu. t!- �'11 . p•5`��Ep I ��+tr F nl AWL- Slvu06R 0ITH- . xY]d x siIli_'- tes I Co"OG. It4v sa f� CHI►..) .I cf�`fl L 1` ZOti1E 2 b,N17.3 . 50--05-0031 TA��N Try=_'VlrilL 51Df"lNSTALL, 411C4- T-UP I I SHUTTER INSTALLATION: I SHUT1 IRS ARE NORMALLY FASTENED BY SCREWING DIIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE-TOi-SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: I A. WHEN PANELS RUN FROM WINDOW AREA TO AIICORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT D iRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: I THE PANELS THAT WILL BE RESTRICTED BY TH� SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEENI WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY O� ERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIR T SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BYTE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE ISCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST S�UTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER I CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF TT CHANNEL. (SEE DETAIL "B") DETAIL "A" DETAIL "B" ❑❑❑❑ ❑ ❑P.O. ❑il ❑ JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: SPECIFICATIONS AND DRAWINGS ARE THESE SPEC ORIGINAL, PgOPRIETARY, AND CONFIDENTIAL MATERIALS pF JACOBSEN MANUFACTURING INC. SUCH M' TERIALS ARE PROVIDED TO THE RECIPIENT FO SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 36 MOBILE HOME SET-UP MENMNI THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT, ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EOUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT BY A COATING OF ZINC ON STEEL NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND ION ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR "SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND, AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST BE LIS iLD FOR USE \rr-RTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY 1NJUL 1 INC. FM cm on RAPS ON ONE IDE OF Y. SANOTT APPOPRETENSION LI NOT D TO TEDOWNSTALTERNA LTY ON OPPOSITE SSIIDES. THEE OMEEMAYLBEI ON PULLED OFF THE SUPPORTS. ,.r„„•,�: 6-6-24 SU-07- 0001 37 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: --- --Vu- CONDUIT DROP FROM HOME - EXTEND 1 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LJ; LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT' NEUTRAL GROUND 150 2 NO. 1 1 NO. 1 I NO. 6 200 2 NO. 2 0 1 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑❑❑❑ ❑❑■❑ ❑„❑P.O. ❑❑❑❑ JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THESE SPECIRCAnONS AM DRAVANGS ARE TICE:DRAWN ORIGINAL, PROPRIETARY. AND OONRDIMIIAL MATERIALS OF JAOOBSEN MANUFACTURING INC. SUCH MATERULB ARE PROVIDED TO 1HE RECUPENT FOR SPEWC PIIIr TS Alb MUST BE IOT CONF10 lK APO SECRET RN OTUERS BY: B.C.K. DATE 03-30-12 REV B DRAWING TUTU• SET-UP/ELECTRICAL DRAWING NUMBER: SU-09-0001 39 -MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECT] ICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICII L SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), ANDI A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITHI N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005.I 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEENI MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. NE101c:10 JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 I NOTICE: THESE SPECIFlCA'RONS AND DRAWINGS ARE aAT AI, PRopJCOBS AND UFACTNRAL MATERIALS OFIJACOBSEN MANUFACTUPoNG INC. SUCH MATERIALS ARE PROVIDED TO THE RECPIENT FOR SKCFR: PURPOSES AND MUST BE KEPT CONFDENJAL AND SECRET FROM OTHERS. DRAWN BY: D.M.T. DATE 05-25-06 REV. UTIER: C 09-29-081 ( / DRAWING TITLE: ELECTRICAL CROSS -OVER DRAWING NUMBER: SU-09-0010 40 WIRE FROM TO GROUND' #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE- PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER -`� L- APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOMATERIALS SENARE PROVIDED ING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL. GROUND SAFETY HARBOR, FLORIDA 34595 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-113.8 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 I= SU WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE!. ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INS] IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR l BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTL ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTER BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL I WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ALLATIO DISC ONDU -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE JSUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED IGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL AIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE RE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE IOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY 1ECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN IBE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. I� FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE :ONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICAjIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726 -1138 KEPT CONFIDENTIAL SECRET FROM OTHERS. DRAWN BY: DATE: REV. LETTER: S.A. 6-6-94 DRAWING TITLE: LIGHT FIXTURE INSTALLATION SU-09-0030 42 MOBILE HOME. SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1 /2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1 /4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ NOTICE: JACOBSEN HOMES THESE SPECIFICATIONS AND DRANINGS ARE �Ellt_]E]El ORIGINAL. PROPRIETARY, AND CONFIDENTIAL P.O. BOX 368 INC. SUCH of JACORIALS SENARE MANUFACTURING SAFETY HARBOR, FLORIDA 34695 �RE� FOR � AND NqM PROVIDED TO BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM DINERS. DRANK BY: DAZE REV. LETTER: D.M.T. 3-22-95 DRAWING TITLE A PLUMB. CON. do GAS TEST DRAWING NUM: SU-11-0001 (09-29-08) 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS, -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND IICE-MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. I DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE CONNECTIONS ARE MADE PER ENCLOSED DRAIN CAP OR PLUG THE MAIN DRAIN OUTLET. LOCp BE WHERE YOU NEED TO OBSERVE THE WATER UNTIL WATER REACHES DEPTH OF 2" MIN. IN L THAN 15 MINUTES WITHOUT EVIDENCE OF LEAK LEAKS (FACTORY CONNECTIONS HAVE ALREADY CHANGED WITHIN THE MINIMUM 15 MINUTES, AN DRAINAGE SYSTEM TEST IS COMPLETE. FAILUR AND REQUIRES REPAIR AND RETESTING. ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. TE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) OWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS 3. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT D THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. 2Q INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES Hllt:100 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIFTARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPIENT FOR SPECTIC PUR M AND UM BE K9'PT CCNFIDENTUL AND SECRET FROM DRIERS. DRAWN BY: DATE D.M.T. 09-29-08 DRAWING TITLE PLUMBING TEST DRAWING NUMBER: SU-11-0002 REV. LETTER: MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE I HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL I MAY BE USED IN ANY ORIENTATION (V a DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS .O = 1 1/2" DROP . = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ JACOBSEN HOMES TIONS AND DRAGS ARE THESE SPECIFICATIONS DRAWINGS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-1138 RECIPIENT FOR SPEGFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS PHONE (727) -0010 45 MOBILE 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP 2" i 3" O� D i 2" ALT. VENTED W.C. DROP VINDICATES BOTTOM 3" / 3„ OF HOME 1 1/2" DRY VENT (SEE ALT. FOR UNVENTED OPT. WET VENT O i W.C. DROP CONNECTION) D � 1 1/2" i 3" i O i i 3" 3" O 0 3 -UP i MINIM�IM SLOPE 3" //� 1/8"1 PER FT. / WITH CLEAN -OUT 1 /4" 1 PER FT. 3" TO ON SITE DRAIN CONNECTION i i ,..,-3/4" THREADED INLET FRESH WATER INLET FOR SINGLE WIDES AND MULTI- WIDES WITH PLUMBING IN ONE SECTION ONLY NOTE: THE TWO EXAMPLES SHOWN A TYPICAL FOR MOST MODELS. SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT MAY HAVE A COMBINATION OF BOTH OF THE EXAMPLES SHOWN. AR TYPICAL 2" DROP 3 2" OA TYPICAL 3" 1 1/2" DROP i i i i 1 1/2" 1 1/2" �- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) ,RAIN CONNECTIONS 3/4" DROP FF WATER HEATI I SECTION it II II i i � 3/4" TEE AND 3/4" THREADEC INLET - FIELD INSTALLED it FRESH WATER INLET FOR MULTI-WIDES WITH PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WAITER ENTRANCES NOITICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICA1101SS AND DRAWINGS ARE S.A. 6-6-94 �Ellt]E]El ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF UACOBSEN MANUFACTURING DRAIN SET-UP SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALSIARE PROWDED TO THE RECIPIENT FOR SPEgFlC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-1 -0005 /4" DROP 3/4" ELL (FIELD INSTALLED) FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER VILI\ VI\VJJ--" EE DETAIL BELOW) N TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED .AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ NOTICE: DRAWN BY: JACOBSEN HOMES DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: n P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER ❑,.❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1I-0020 47 .C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLYI DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER', THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW ITHE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED,, 3. ALL CONNECTIONS ARE III SULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL SUPPLY DROP TYPICAL - SUPPLY DROP REDUCER 'Y' FITTING UNIT IS SHOWN NTH TWO SUPPLY I AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A'I.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURNI AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING, GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONERI UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES THESE SPECIRCAVONS AND DRAMINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL LUTE] BE ;� MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFE HONETY R(727) 726ID1138�95 �T WNRDEDFNTIAA AND FROM RHIMS AND MUST OHM � 48 DRAWN BY: AIR FLOW DATE REV. LETTER: O.A. 06-06-94 DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS DRAWING NUMBER: SU-13-0001 (09-30-08) MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** i ng or pling Band Duct CONNECTING OR SPLICING K0 ) CONNECTING SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE- AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ++ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UKAWN tlT: S.A. UAIL: 6-6-94 KLV. LtIILK: ORIGINAL. PROPRIETARY, AND CONFIDENIAL DRAWING TITLE: UOOOD BOX 368 MATERIALS OF JACOBSEN MANUFACTURINGP.O. INC.SUCH MATERIALS ARE PROVIDED TO THEMOBILE HOME SET—UP DUCTWORK SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-001 O 49 NTING IMPORTANT - BEFORE DRYER IS USED, IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED', AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPE� LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCV WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARDI WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING' OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. VSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES THESEsPECIFICATIONSLAND DRAWINGS ARE R.R. 01-21-00 Ht ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: A P.O. BOX 36B MATERIALS OF RIALS SENARE MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE ELECT. CLOTHES DRYER VENTING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL A�D SECRET FROM OTHERS SU-15-0001 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN-- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yD.C. MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. n-,% (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAYANGS ARE DRAWN BY: M.T. DATE 03-08-07 REV. LETTER ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAIWNG TITLE W/H PAN DRAIN 13 P.O. BOX 368 SUCH MATERIALS ARE PROVIDED TO THE ❑„❑ INC. ❑❑❑❑ SAFETYHONER(70R, FLORIDA 27) 726/1384695 OE nALSPECIFICP aU � 0T �cpTlCONFIDENTIAL pRAWING NUMBER SU-15-0003 51 VE ! IMPORTANT - BEFORE RANGE IS USED! IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED 'AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT;, IS SENT WITH .THE HOME AND MUSTC_BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MM 2. CHECK DUCT PROVIDED FOR PROPER LE DROP FROM RANGE IN ACCORDANCE I 3. SECURE THE VENT CAP TO THE OUTSIDE 4. SECURE THE END OF THE DOWN DRAFT WITH CLAMPS OR SCREWS. NOTE: DO 5. STRAP THE DUCT TO THE UNDERSIDE 01 IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT DUCT TAPE, AND THE BOTTOM BOARD BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) GTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT TH THE MANUFACTURERS INSTRUCTIONS. OF THE SKIRTING AT THE APPROPRIATE LOCATION. 'ANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME IOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING RE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. Ek NOTE: DROP LOCATED DIRECTLY BELOW �ANGE BLOWER MOTOR SITE INSTALLED DUCT ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRA6INGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 36B SENARE MANUFACTURING MATERIALS OF JACOMATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. / VENT CAP DATE: S.A. 1 6-6-94 DRAWING TITLE: DOWN DRAFT RANGE VENTING SU-15-0002 -TRAP AC - APPROX. 1" I I I I I ZHHOLE I I I PATCH TO BE SAME - I I MATERIAL AS BOTTOM I V BOARD BEING REPAIRED. L - = - - - ' HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH 'I I II1 VISUALY INSPECT BOTTOM BOARD OF THE EN TIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. I NOTES: 11 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 111 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ HIMEJEld J A C 0 B S E N HOMES P.O. BOX 368 SAFETY HONER 727 726ID1138�95 ( ) NO4 THESE SPEgFlCATIONSD DRAWINGS ARE ORIGNAL, PROPRE ARM,�D CONFIMM L MATERIALS OF JACOBSETd MANUFACTURING INC. SUCH MATETU S AREIPROVM TO THE IIVT nENT FOR �AL AM gaU FAM RRUIOTHOMT BE � DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: B 10-08-08 ( ) DRAWING TITLE: BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER: SU-15-0010 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. 00 I 00 I L--- I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) 1 SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW ❑❑ ❑ JACOBSEN HOMES ,❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOnCP_ THESE SPECinCATUS AND DRAWINGS ARE ORCINAL, PROPRIETARY, ANO CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACIMNC INC. SUCH MATERULS ARE PROVIDED TO THE RECPENT FOR SLUM WmES Am om 6E IOPT COfiWRk AID SECRET FROM OTHERS 55 . DRAWN BY: DATE: C.L.Y. j3-21-95 DRAWING mb HANDLER CROSS -OVER DRAWING NUMBER SU-AC-0100 REV. T.